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,_8„ 37'-8" 6'-0" 7'-18' S' 28" It 6'-0" 10 2'_9" 5'-2" If 5'-1" 6'4" 5'-0" 3 -0 TYP A L S3 H.B.T S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 15'-0" r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9" iv T PSI CONC. GROUT FROM FT. TO I RECESS FOR FRT. DOOR 3 1/2" SLOPE ;�, STEPS AS 1 #5 REBAR VERT BEAM W/ O TOP OF CONC./ PAVER TO BE 4" I qL-- 10 REQUIRED ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. co BELOW FIN, FLR. 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" PER FIELD CONDITIONS I �0'-0" DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" I L. CJ CJ r — .......... � I PROVIDE 1 Y2" RECESS I HVAC CHASE I AHU I; — — — — — — — — — — �' — — — — — — IN co o TYP L S3 FOR SGD. REFER TO I MASON'S SLOPE FOR I WIDTH in BASED ON 6 2'-" 2' x -6" x 1'-0" / LOCATION W/ (3) #5'S E.W. / r I v/ I (2) #5 REBAR �3 1/2" I 32'-84" VERTICALS w/ in FILLED CELL 37'-52 21'-24" 5'-4" 3'-8" T-8" I 2'-17• -3 1/2" SLOPE 4'-0" ; I G ; ; OPT. D I: eo in ; S3 I CJ CJ CJ ' J � III — — I � _ .I............ F — — — —----------- ---".. T ----= ------------ : �� I CJ I t--�—� } } EDGE OF SLAB 2" o N ............. I r � CHASE TO KITCHEN ISLAN ISLAND l LOW WALLS O� • . BEYOND WALL ! }I J 1 I. 1 I I S3 o I2'-6"x2'-6"x1'-0" p W W/3-#5E.W. CJ L.—__---------- bN } I r G SINK W1 DISP I K i� S3 I N } { O S3 I j I o O _ I 23'-11" 2'-10" 4,14„ � alI I I (2) #5 REBAR A s3 �Cj Li ° K VERTICALS w/ in } I S3 FILLED CELL a I N I CJ o f j ——.......-:.-.......-.......—..... I r- .. ..... .................... ......... ...... .�'._ C° 13'-54., 7 2„ ........ ici CJ CJ j _ CJ : CJ :.•� �••••.•:•.•••..�—...... .. — — Ala ^;� — — —I — — —�--i-- — — —� — — — —I / / ✓ 1 co / LID 3-1/2" MIN 2500 PSI CONC ; 0'-0" SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER (3000 PSI CONC. SLAB FOR i 1 i HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0" I; _ W/ (3) #5'S E.W. I C� L---- ----I-- ---•--- -------- H----- --J . .. .. • • • . • (.�. • II, II, • lll, lll, • .:. .: •. • .. . . . . . . . . . . . . . . . . • • • .... . . . . . . . . . . . .. I111 II, ... • 1111 II, ■ 7' 5-2" L-l"I 6'-0" L 3'-O" L T-10" L 4'-0" L T-10" L 4'-8" L 4'-8" 5'-2" Aff"I FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" , ,• •� :� #5 CONTINUOUS ' ,; : ,•' �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be �. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL < `. C SS14N?^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q E 00 p N N00 J U ® W �, �_ °� xt" W N noo vo W` co r.— LL CL Q ��ry co J W ul n z WLLa Z 13 13 _ O O W t @ � 0 W � 'rs N co O —j 02Y.d co a Z L LLL °' a L) 00 'N M Z Of cn Q Z OU U W ❑ ❑ ❑ N M O O N z o� Q� J o- M V) Z a C✓ o J1 r/ 1 i V W U N o c f6 '— U c W J =O U ={� L _ � N U o N m r o W co¢ M J o tt Z R � L.L Q E O E zo Q= o14 � tQ 0. o E CD,Qo XO i < ao 0 °O O < �z L ¢ o Ww W mO cn H O O x z 5 J c� Q W cn U)U) 2CL 11 °p¢ za QU son 3 LL <o �w o w� }° w a 0 O = >Lo Orn m C� L r • O .-. Qfr Y > O O C m 0 Q Q T o T— M N r co Lf-) CV r E E w �� o z Z E O c6 a E o U 'a m Q p Q) JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 6